CONTENTS 5 NOISE ASSESSMENT 1 5.1 1 5.2 1 5.3 4 5.4 5 ...

LNG RECEIVING TERMINAL AND ASSOCIATED FACILITIES PART 3 – BLACK POINT EIA SECTION 5 – NOISE ASSESSMENT

CONTENTS

5 NOISE ASSESSMENT 1

5.1 INTRODUCTION 1 5.2 LEGISLATION REQUIREMENT AND EVALUATION CRITERIA 1 5.3 BASELINE ENVIRONMENTAL CONDITIONS AND NOISE SENSITIVE RECEIVERS 4 5.4 POTENTIAL SOURCES OF IMPACTS 5 5.5 ASSESSMENT METHODOLOGY 7 5.6 EVALUATION OF IMPACTS 9 5.7 MITIGATION MEASURES 11 5.8 ENVIRONMENTAL MONITORING AND AUDIT 11 5.9 CONCLUSIONS 11

ANNEXES

Annex 5 Noise Assessment Supporting Information Annex 5-A Mitigation Measures for the Village House (N1) Annex 5-B Terrain Profile Annex 5-C Construction Programme for Noise Assessment Annex 5-D Construction Plant Inventory Annex 5-E Equipment Inventory during Operational Phase Annex 5-F Construction Noise Assessment Annex 5-G Operational Noise Assessment


0018180_EIA PART 3 S5 TEXT_V6_061004.DOC 11 DEC 2006

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5 NOISE ASSESSMENT

5.1 INTRODUCTION

This section provides an evaluation of the noise impacts arising from the construction and operation of the LNG terminal proposed on Black Point. Activities during the construction phase, including reclamation, site formation and building construction and fixed plant noise sources during operational phase, have the potential to cause noise impacts to the surrounding area. Appropriate mitigation measures will be recommended, where necessary, in order to mitigate any adverse impacts.

5.2 LEGISLATION REQUIREMENT AND EVALUATION CRITERIA

5.2.1 Construction Phase

General

The noise impacts associated with the LNG terminal construction will be assessed according to the Environmental Impact Assessment Ordinance (Cap.499) and its Technical Memorandum, EIAO-TM. The assessment criteria are defined in Annex 5 of the EIAO-TM and the principal legislation for controlling construction noise is the Noise Control Ordinance, Cap. 400 (NCO). A number of technical memoranda (TMs) have been issued under the NCO to stipulate control approaches and criteria and those which may be relevant to the construction of the terminal include the following:

• Technical Memorandum on Noise from Construction Work Other than Percussive Piling (GW-TM) which provides the guidelines for controlling the construction noise from power mechanical equipment (PME) in general construction works.

• Technical Memorandum on Noise from Construction Work in Designated Areas (DA-TM) which deals with control of noise generated by specified powered mechanical equipment (SPME) and prescribed construction work (PCW) within designated areas.

• Technical Memorandum on Noise from Percussive Piling (PP-TM) which addresses the control of noise from percussive piling in addition to issuance of Construction Noise Permit (CNP).

Percussive Piling

Under the PP-TM, percussive piling is prohibited at any time on Sundays and public holidays and during evening and night-time hours (1900 - 0700 hours), Monday through Saturday. A CNP is required in order to carry out such work during daytime hours (0700 - 1900 hours) Monday through Saturday.



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In addition, percussive piling is prohibited at any time on Sundays and public holidays and during evening and night-time hours (1900 - 0700 hours), Monday through Saturday.

As the issuance of a CNP by the Noise Control Authority would depend on the submission of an application by the contractor, and therefore on the contractor’s compliance with the percussive piling noise limits set out within the PP-TM, the assessment of this type of noise has not been included in this EIA.

General Construction Works During Restricted Hours

The NCO provides statutory controls on general construction works during restricted hours (i.e., 1900 - 0700 hours Monday to Saturday and at any time on Sundays and public holidays). The use of PME for carrying out construction works during these restricted hours would require a CNP. The Noise Control Authority will assess all CNP applications on a case-by-case basis and, in doing so the authority advises that they will be guided by the GW- TM.

When assessing an application for the use of PME, the Noise Control Authority will compare the Acceptable Noise Levels (ANLs) specified in the GW-TM with the CNLs (adjusted for any barrier and reflection effects) associated with the proposed PME operations. The NCO requires that noise levels from construction at affected NSR be less than the specified ANL. The ANLs are related to the inherent noise sensitivity of the noise receiver areas in question, which in turn relate to the background noise characteristics of these areas. Each noise receiver area is then assigned an Area Sensitivity Rating (ASR) based on its predominant land use and the presence, if any, of Influencing Factors (IFs) such as nearby industrial areas, major roads or airports. The relevant ANLs are shown in Table 5.1. Factors influencing the outcome of a CNP application, such as the assigning of ANLs, would be determined by the Noise Control Authority at the time of the application review based on the prevailing site conditions which may change from time to time. It should be noted that nothing in this report shall bind the Noise Control Authority in making their decision. If a permit is to be issued, the Authority shall include any condition it thinks fit, and such conditions shall be followed while the works covered by the permit are being carried out. Failure to comply with any conditions could result in the cancellation of the permit and prosecution action under the NCO.



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Table 5.1 Acceptable Noise Levels (ANLs) for General Construction Works to be carried out during Restricted Hours (a)

Area Sensitivity Rating LAeq, 5 min (dB(A))

Time Period

A B C All days during the evening (1900 - 2300 hours) and general holidays (including Sundays) during the daytime and evening (0700 - 2300 hours)

60 65 70

All days during the night-time (2300 - 0700 hours) 45 50 55 Note: (a) The above standard applies to uses which rely on opened windows for ventilation.

General Construction Works During Normal Working Hours

Although the NCO does not provide for the control of noise from construction activities during normal working hours (0700 - 1900, Monday to Saturday), Annex 5 of the EIAO-TM specifies a limit of Leq, 30 min 75 dB(A) for residential NSRs. Annex 5 also provides construction noise limits of Leq, 30 min 70 dB(A) and 65 dB(A) for schools during normal teaching periods and examination periods respectively.

5.2.2 Operational Phase

Fixed plant noise is controlled under Section 13 of the NCO and the predictions will be undertaken in accordance with the IND-TM. The criteria noise limits are set out in the EIAO-TM as follows:

• The total fixed source noise level at the facade of the nearest NSR is at least 5 dB(A) lower than the appropriate ANL (as shown in Table 5.2) as specified in the Technical Memorandum on Noise from Places other than Domestic Premises, Public Places or Construction Sites (IND-TM); or

• Where the prevailing noise level in the area is 5 dB(A) or more below the appropriate ANL, the total fixed source noise level must not exceed this noise level.

The criteria noise limits stipulated in the IND-TM apply for all days and general holidays and are dependent on the Area Sensitivity Rating (ASR) of the NSRs, as shown in Table 5.2.

Table 5.2 ANLs to be used as Operational Noise Criteria

LAeq 30min (dB(A)) Time Period

ASR “A” ASR “B” ASR “C”

Daytime (0700 – 1900) 60 (55) 65 (60) 70 (65)

Evening (1900 – 2300) 60 (55) 65 (60) 70 (65)

Night-time (2300 – 0700) 50 (45) 55 (50) 60 (55)



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LAeq 30min (dB(A))

Note:

The number in brackets indicates the noise limit (ANL -5) for operational noise impact assessment.

As the site is located in a rural area and no influencing factors affect the NSRs which are located at more than 1.6 km away from the site in addition to a hill (the Black Point Headland) from the site. An ASR “A” has been assumed for the NSR located in the vicinity of the proposed site. Baseline noise measurement has been conducted to investigate the prevailing noise levels at Black Point and to establish the noise limit for the assessment of the operational noise impact. Detail of the noise measurement will be further discussed in Section 5.3.3. The Area Sensitive Rating assumed in this Report is for an indicative operational noise assessment only. It should be noted that fixed noise sources are controlled under Section 13 of the NCO. At the time of investigation, the Noise Control Authority shall determine noise impact from concerned fixed noise sources on the basis of prevailing legislation and practices being in force, and taking account of contemporary conditions / situations of adjoining land uses.

5.3 BASELINE ENVIRONMENTAL CONDITIONS AND NOISE SENSITIVE RECEIVERS

5.3.1 Baseline Environmental Conditions

The site is surrounded by the Black Point Headland (southeast to the site) and the existing Black Point Power Station is located to the northeast of the site. The north and west of the proposed site is open sea. The background noise environment is dominated by the fixed plant noise from the operation of the Black Point Power Station and the operation of the concrete batching plant, fabrication yard and barging point located behind the headland for the Shenzhen Western Corridor Project ; and road traffic noise from Lung Kwu Tan Road (Figure 5.3a). The concrete batching plant, fabrication yard and barging point is scheduled to be decommissioned by the end of 2006, prior to the initiation of construction of the Project.

5.3.2 Noise Sensitive Receivers

The nearest NSR is identified as the village house at Lung Kwu Sheung Tan (N1) which is located at approximately 1.6 km away from the site. However, this village house (N1) is used as an office for the outdoor karting track, according to the approved EIA Report for Proposed Karting Track in D.D.134, Lung Kwu Sheung Tan, Tuen Mun (AEIAR-096/2006) (Annex 5-A). To present a worse case scenario, the noise impact at this village house has been assessed. In addition, the Black Point Headland located between the proposed site and the NSR N1 will act as a substantial barrier to reduce the potential construction and operational noise impact to N1. Terrain profile between N1 and the LNG terminal is given in Annex 5-B. The location of the

Yung Long Road

Nim Wan Road

Lung Kwu Tan Road

Fabrication Yard and

Barging Point

(Expected to be

decommissioned

by end of 2006)

Black Point

Headland

Existing

Black Point

Power Station

Lung Kwu

Sheung Tan

N1

Environmental

Resources

ManagementLocation of Noise Sensitive Receiver at Black Point

Figure 5.3a

File: EIA_Docu-set2/0018180_ASR_bp.mxdDate: 03/10/2006

�0 200 400

Meters

Key

Noise Sensitive Receiver

Proposed LNG Terminal Site



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NSR is shown in Figure 5.3a. No planned NSR is identified within 2 km from the site.

5.3.3 Baseline Noise Measurement

To investigate the prevailing noise levels at the NSR, a continuous 24-hour noise measurement was made from 24 to 25 January 2006 at the 1st floor level of village house (N1) (Figure 5.3b). The noise measurement was conducted using SVAN 949 Sound Level Meter (Type 1) and was calibrated using B&K Sound Level Calibrator Type 4231 with a calibration signal of 94.0 dB(A) at 1kHz. The measurement was conducted with reference to the calibration and measurement procedures as stated in the IND-TM.

The measurement results are summarised in Table 5.3 and a timeline chart showing the prevailing noise levels is presented in Figure 5.3c.

Table 5.3 Measured Prevailing Facade Noise Level

Period LAeq, 30min dB(A) Minimum Average Maximum 0700 – 2300 hours 50 63 68 2300 – 0700 hours 39 46 51

As the most conservative case, the minimum measured prevailing noise level of 39 dB(A) during night-time period, which is lower than the (ANL-5) criterion, will be adopted as the stipulated noise limit for the assessment of operational noise impacts.

5.4 POTENTIAL SOURCES OF IMPACTS


Potential impacts to the NSR during the construction phase of the LNG terminal will mainly arise from PME operating at construction work sites. The major construction work will include the following key activities: • Land based works:

− Site clearance; − Soil compaction; and − Blasting and excavation.

• Reclamation: − Dredging; − Seawall Construction; − Placing fill; and − Drainage Works.

• Main Jetty works:

Lung KwuSheung Tan

Lung Kw

u Tan R

oad

WSDSubstation

EnvironmentalResourcesManagement

Location of Prevailing Noise Measurementin Black Point

FIGURE 5.3b

File: EIA/0018180_Noise_Measurement_BP.mxdDate: 19/07/2006

Key

Noise Measurement Location

´0 50 100 150

Meters



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− Ground Investigation; − Construction of jetties and access bridge; − Dredging of approach channel and turning basin; and − Intake and Outfall construction.

• Civil works at terminal: − Civil and structural construction works for the terminal facilities.

The construction noise assessment will be undertaken based on the construction programme and plant inventories summarised in Annexes 5-C and 5-D respectively. The plant inventory has been checked by Project Proponent and is confirmed to be practical and feasible to complete the Project within the scheduled timeframe and the PMEs are available in the market. Liaisons on the blasting works are being conducted with the Mines Division of GEO and CEDD in the preparation of the report.

The standard working hours will be from 0800 to 1800 hours, however, the following works may be carried out during the evening period:

• Blasting and excavation works;

• Dredging by the larger Trailing Suction Hopper Dredger (TSHD);

• Clearing and crushing of the blasted rocks and their transportation off site during the evening;

• Occasional large concrete pours on the jetty head or outfall, if daytime temperatures are high; and

• Facility construction works for the terminal facility including tank construction.

It should be noted that the construction activities associated with site formation will not be carried out during the restricted hours (1900 – 0700 hours). For a worse case assessment, we have examined noise elevations assuming 24-hour working.


Noise associated with the operational phase of the LNG Terminal would mainly arise from the plant at the terminal site. The dominant noise sources are mainly from the machinery including the following equipment: • Heat exchangers, including LNG submerged combustion vaporizers;

• Compressors and diesel emergency generators;

• Various kind of pumps; and



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• Special equipment such as unloading arms and nitrogen generator.

The noise data for the equipment have made reference to manufacturers’ data and the results of field measurement conducted at overseas LNG terminal. To minimise the noise impact to the environment, most of the noise sources will be housed within individual enclosures or claddings. As a conservative approach, it is assumed that all equipment will be operated on a 24-hour basis. With reference to the overseas LNG terminals, the equipment inventory are developed by the Engineers and their respective sound power levels (SWLs) in one-one octave band provided by the Project Proponent are presented in Annex 5-E.

The suppliers of equipment should guarantee the specified SWL and the equipment should be free of the characteristics of tonality, impulsiveness and intermittency, by providing certificate of measurement and verify the SWL during testing and commissioning in accordance with international standard procedures. With such guarantee included in LNG Procurement Contract, the noise emission from the equipment should comply with the tender specification. If necessary, the suppliers should apply attenuation measures to achieve the guaranteed noise levels determined during the detailed design stage. The proposed equipment is also confirmed to be available in the market.

5.5 ASSESSMENT METHODOLOGY


Construction Works Carried out During Normal Working Hours

The methodology for the noise impact assessment is in accordance with the procedures outlined in the GW-TM, which is issued under the NCO and the EIAO-TM, and is summarized as follows:

• Identifying the likely type, sequence and duration of principal noisy construction activities required for the implementation of the project;

• Identifying a list of construction plant likely to be required for each construction activity;

• Calculating the maximum total SWL for each construction activity using the plant list and SWL data given for each plant in the technical memorandum. When the PME is not listed in the TMs, SWLs provided in the document prepared by the Noise Control Authority (http://www.epd.gov.hk/epd/english/application_for_licences/guidance/files/OtherSWLe.pdf ) and British Standard 5228, Noise and Vibration



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Control on Construction and Open Sites - Part 1 (BS5228: Part 1: 1997) (1) are referred;

• Identifying representative NSRs as defined by the EIAO-TM based on existing and committed land uses in the Study Area that may be affected by the worksite;

• As a conservative approach, calculating the distance attenuation to NSR from nearest worksite; and

• Predicting construction noise levels at NSRs in the absence of any mitigation measures.

Using a conservative approach, each work activity has been assumed to operate simultaneously and the time schedule of each activity has been provided in Annex 5-C. Based on the construction programme, cumulative noise impact throughout the construction phase has been assessed.

Due to the large separation distance plus a hill located between the construction site and the NSR (approximately 1.6 km), the noise will be reduced due to energy lost through atmospheric absorption during transmission, therefore the correction factor for the atmospheric absorption has been calculated based on ISO 9613(2) procedure. Additionally, a facade correction of +3 dB(A) is applied. Predictions are made of the most conservative case construction noise levels at the identified representative NSR.

Construction Works Carried out during Restricted Hours

Considering the construction programme of the Project, night-time construction works will need to be carried out. The site is located outside designated area as defined in DA-TM and the construction noise assessment for night-time works has been carried out in accordance with the requirements of the GW-TM in the context of programming only.


The methodology for the noise impact assessment is in accordance with the procedures outlined in the ISO 9613-1(1) and IND-TM, which is issued under the NCO and the EIAO-TM. The methodology for the fixed plant noise assessment is presented below:

• Identifying types of equipment and the number of equipment;

• Calculating the maximum total SWL for each type of equipment;

(1) British Standard 5228, Noise and Vibration Control on Construction and Open Sites - Part 1. Code of Practice for

Basic Information and Procedures for Noise and Vibration Control

(2) ISO9613-1 Acoustics - Attenuation of Sound during Propagation Outdoors - Part 1 : Calculation of the Absorption of Sound by the Atmosphere



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• Identifying representative NSRs as defined by the EIAO-TM based on existing and committed landuses in the Study Area that may be affected by the worksite;

• Calculating the distance attenuation to the NSRs from noise sources; and

• Presenting the results in terms of LAeq (30min) dB, as specified in the TM.

With the considerable separation between the site and the noise sensitive receivers, the atmospheric absorption during sound transmission is considered as one of the major factors that will have a significant impact on the noise prediction. Assessment results have been predicted in a conservative approach without other attenuations due to foliage of trees and shrubs, ground effects and buildings/claddings in which the equipment are placed.

The predicted noise levels at the NSR are compared with the criteria set out in Section 5.3.3. Mitigation measures will be proposed should any exceedance be predicted.

5.6 EVALUATION OF IMPACTS


Construction Works Carried out During Normal Working Hours

The unmitigated construction noise levels at the NSR N1 (Village house at Lung Kwu Sheung Tan) have been predicted and are presented in Annex 5-F. The predicted construction noise levels at N1 are in the range of 35 - 44 dB(A), which are below the daytime construction noise criterion of 75 dB(A) throughout the construction period and utilized the conservative set of assumptions in the analysis.

Percussive Piling

Percussive piling will be utilised for the construction of the trestle and LNG jetty. As the issuance of a CNP for percussive piling by the Noise Control Authority would depend on the submission of an application by the contractor, and therefore on the contractor’s compliance with the percussive piling noise limits set out within the PP-TM, the assessment of this type of noise has not been included in this assessment. However, the contractors will follow the procedure set out in the PP-TM, as described in Section 5.2.1 to assess the noise impact in the application of the CNP.

Construction Works carried out during Restricted Hours

The predicted noise levels as shown in the Annex 5-E are within the ANLs stipulated in GW-TM throughout the restricted hours. As described in Section 5.2.1, a CNP is required for the construction works being carried out



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during the evening and night-time period (1900 - 0700 hours) Monday through Saturday.

As mentioned in Section 5.4.1, some of the construction works may be carried out during restricted hours based on the preliminary implementation programme. Without evening and night-time works, the project will be delayed by 5 – 8 months. Assessment on the construction works to be carried out during restricted hours (1900 – 0700 hours) is included to preliminarily appraise the feasibility in the context of programming. However, it should be noted that the assessment provided here is for indicative purpose only and serves as a reference for the future design and construction stage. Whether a CNP could be issued would be subject to the discretion of the Authority taking into account of the details and information provided and the circumstance when the CNP application is filed. The actual amount of construction work and the resultant noise levels would be compiled with the requirement of CNP.

Cumulative Impact

The construction of karting track (as mentioned in Section 5.3.2) has been completed and it is operational in August 2006. In addition, the village house (NSR N1) within the karting track site is used as an office.

As mentioned in Section 3.7, there will be no concurrent major projects to be constructed in the vicinity of the NSR, and therefore no cumulative impact from the construction of the LNG terminal and other designated projects is anticipated.


The most conservative case noise levels at the NSR N1 (Village house at Lung Kwu Sheung Tan) during the operational phase of the LNG terminal have been predicted. The detailed calculation of the predicted noise level is presented in Annex 5-G. The predicted noise level is 33 dB(A) and is below the stipulated noise criterion during daytime and night-time period.

Cumulative Impact

The approved EIA Report for Proposed Karting Track in D.D.134, Lung Kwu Sheung Tan, Tuen Mun (AEIAR-096/2006) (Annex 5-A) has been reviewed to evaluate the cumulative operational noise impact. According to the approved EIA report, a 7.5 m high barrier will be provided for the NSR N1 (village house) if it is used for noise sensitive purpose. The predicted noise level at the village house is up to 50 dB(A) due to the operation of karting track, and therefore the operation of LNG terminal will have insignificant contribution to the cumulative noise level at the NSR N1.

The EIA Report for the Emission Control Project at Castle Peak Power Station “B” Unit (EIA-123/2006), which is under public inspection, has also been reviewed. Given that the Emission Control Project is located at more than 3



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km from the NSR N1, its operation will have insignificant contribution to the cumulative noise level at the NSR N1.

The noise associated with the operation of LNG terminal and other projects is therefore not expected to give rise unacceptable environmental impacts.

5.7 MITIGATION MEASURES


The predicted noise levels are low and below the daytime and night time criteria as a result of the considerable separation distance and a hill located between the NSR and the Project. Therefore, mitigation measures are not required.


The predicted noise levels are below the daytime and night time criteria as a result of the considerable separation distance between the NSR and the Project. Therefore, mitigation measures are not required.

5.8 ENVIRONMENTAL MONITORING AND AUDIT


Given the compliance with the stipulated noise criterion, noise monitoring is not anticipated to be required during the construction phase.


Given the compliance with the stipulated noise criterion, noise monitoring is not anticipated to be required during the operational phase.

5.9 CONCLUSIONS

No noise sensitive receivers will be affected by the construction activities. Predicted construction noise levels at the NSR, range from 35 – 44 dB(A), which are within the stipulated noise criterion of 75 dB(A). In view of the insignificant construction noise impact, mitigation measures are not anticipated during the construction phase.

Based on the most conservative case, the noise levels generated from the equipment at the LNG Terminal have been predicted. Due to the large separation distance and a hill located between the NSR and the noise source, the predicted operational noise level is 33 dB(A), which is within daytime and night-time noise criteria. Therefore mitigation measures are not anticipated during the operational phase.



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In view of the anticipated insignificant noise impact in both construction and operational phases, noise monitoring work is considered to be not necessary.

Annex 5

Noise Assessment Supporting Information

Annex 5-A

Mitigation Measures for the Village House (N1)

FILE: 0018180Z10

DATE: 05/10/2006


Layout Plan of Karting Track & Location of Noise Barrier

7.5m

3m

5m

Barrier with minimum density of 10kg/m(e.g. - 18g, 1.2mm thick, galvanised steel sheet)

2

SectionNot to Scale

Source: Figure B2 of approved EIA Report for ProposedKarting Track in D.D.134, Lung Kwu Sheung Tan, Tuen Mun (AEIAR-096/2006)

Annex 5-B

Terrain Profile

Figure 5-B1

FILE: C2662x55.cdrDATE: 05/10/2006


Terrain Profile Between N1 and LNG Terminal

70mPD

Heig

ht(m

PD

)

N1

LNG Terminal

Remark :Shape of tank is indicative only

150010005000

150

0

Distance (m)

Photo 1

Photo 1 - Photograph taken at the highest floor of village house to the west showing the village house is screened by the patch of Acaciaplantation of about 3m high adjacent Lung Kwu Tan Road as well as containers.

N

Black Point Headland

Photo 2 - The village house is used as an office.

Black Point Headland

Annex 5-C

Construction Programme for Noise Assessment

Annex 5-C - Preliminary Construction Programme

BLACK POINT OPTION

Construction Item Yr 1 Yr 2 Yr 3 Yr 4M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 M29 M30 M31 M32 M33 M34 M35 M36 M37 M38 M39 M40 M41 M42 M43 M44 M45 M46 M47 M48 M49 M50

Site Clearance Y Y Y YSoil Compaction Y Y Y Y Y Y Y Y Y Y Y YBlasting and Excavation Y Y Y Y Y Y Y Y Y YSlope Stabilization and Drainage Works Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

Dredging Y Y YSeawall Construction

Placing Seawall Core Y YPlacing Seawall Rock Armour Y Y Y Y

Placing Fill Y Y Y Y Y Y Y Y YDrainage Works

Install of Temporary Work Y Y Y Y Y YLaying of Drainage Pipes Y Y Y Y Y YBackfilling Y Y Y Y Y Y Y Y

Ground Investigation Y Y Y YJetties and Access Bridge

Steel Piles Construction Y Y Y Y Y Y Y Y Y YConcrete Caps, Slabs and Foundations Y Y Y Y Y Y Y Y Y Y Y Y Y

Dredging of Approach Channel and Turning Basin Y Y Y Y Y Y Y Y YIntake and Outfall Construction Y Y Y Y Y Y Y Y

Terminal Civil, M&E Work Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

LNG Terminal, Civil, M&E Work

Main Jetty

Reclamation

Land Based WorksSite Preparation Work

Annex 5-D

Construction Plant Inventory

Annex 5-D - Preliminary Construction Plant Inventory

BLACK POINT OPTION

LAND BASED WORKS

Activity Plant Required No. of PME CNP / BS5228 Ref. SWL Overall SWLEarthwork- Site Clearance Bulldozer / Excavator 2 CNP 030 115 118

Backactor mounted with Breaker 3 CNP 027 122 127Truck 1 CNP 067 117 117Mobile Crane 4 CNP 048 112 118

Sub-total SWL = 128

- Soil Compaction Pneumatic Roller 1 CNP 185 108 108Mobile Crane 4 CNP 048 112 118

Sub-total SWL = 118

- Blasting and Excavation Bulldozer / Excavator 5 CNP 030 115 122Backactor mounted Drillng Rig 10 CNP 027 122 132Backactor mounted with Breaker 4 CNP 027 122 128Truck 12 CNP 067 117 128Electric Generator 4 CNP 101 108 114Concrete crushers, excavator mounted 2 --(1) 103 106Mobile Crane 1 CNP 048 112 112Air Compressor 2 CNP 003 104 107

Sub-total SWL = 135

- Slope Stabilization and Drainage Works Backactor mounted Drilling Rig 3 CNP 027 122 127Water Pump 2 CNP 282 103 106Backactor mounted with Breaker 3 CNP 027 122 127Concrete Pumps 2 CNP 047 109 112Grout Pump w/Mixer 2 --(1) 105 108

Sub-total SWL = 130

RECLAMATIONActivity Plant Required No. of PME CNP / BS5228 Ref. SWL Overall SWLDredging Dredger - Grab 2 CNP 063 112 115

Tug Boat / Motor Boat 2 CNP 221 110 113Split Bottom Barge 2 CNP 061 104 107

Sub-total SWL = 118

Seawall ConstructionPlacing Seawall Core Tug Boat / Motor Boat 1 CNP 221 110 110

Derrick Lighter 2 CNP 061 104 107Split Bottom Barge 2 CNP 061 104 107

Sub-total SWL = 113

Placing Seawall Rock Armour Derrick Lighter 2 CNP 061 104 107Backactor 2 CNP 027 122 125

Sub-total SWL = 125

Placing Fill Derrick Lighter 2 CNP 061 104 107Sand Barge + Generator 3 CNP 061+CNP 101 109 114Vibro-compactor 2 CNP 050 105 108Backactor 4 CNP 027 122 128Bulldozer / Excavator 8 CNP 030 115 124Pneumatic Roller 4 CNP 185 108 114Truck 12 CNP 141 112 123

Sub-total SWL = 131

Drainage WorksInstall of Temporary Work Backactor mounted with Vibrator 2 CNP 027 122 125

Cutter, circular, steel (electric) 2 --(1) 112 115Grinding Machine 2 CNP 065 98 101

Sub-total SWL = 125

Laying of Drainage Pipes Backactor 2 CNP 081 112 115Truck 1 CNP 067 117 117

Sub-total SWL = 119

Backfilling Pneumatic Roller 1 CNP 185 108 108Backactor 2 CNP 081 112 115

Sub-total SWL = 116

Annex 5-D - Preliminary Construction Plant InventoryMAIN JETTYActivity Plant Required No. of PME CNP / BS5228 Ref. SWL Overall SWLGround Investigation SI Barge + Generator 2 CNP 061+CNP 101 109 112

Split Bottom Barge 2 CNP 061 104 107Sub-total SWL = 113

Jetties and Access Bridge- Steel Piles Construction Crawler Crane 2 CNP 048 112 115

900 CFM Air Compressor 1 CNP 002 102 102Mobile Crane 1 CNP 048 112 112350 CFM Air Compressor 1 CNP 001 100 100Tugboat 4 CNP 221 110 116Truck 1 CNP 067 117 117Generator 1 CNP 101 108 108SI Barge + Generator 3 CNP 061+CNP 101 109 114Piling, earth auger 3 CNP 167 114 119Derrick Lighter 7 CNP 061 104 112Automatic Grinder Machine 2 CNP 065 98 101Poker, vibratory 2 CNP 170 113 116

Sub-total SWL = 125

- Concrete Caps, Slabs and Foundations Crawler Crane 2 CNP 048 112 115900 CFM Air Compressor 2 CNP 002 102 10525 Ton Mobile Crane 1 CNP 048 112 112350 CFM Air Compressor 2 CNP 001 100 103Tugboat 7 CNP 221 110 118Truck 1 CNP 067 117 117Generator 1 CNP 101 108 108Derrick Lighter 7 CNP 061 104 112Poker, vibratory 4 CNP 170 113 119Concrete Pump 2 CNP 047 109 112Bar bender and cutter 4 CNP 021 90 96Water Pump 4 CNP 282 103 109

Sub-total SWL = 125

Trailing Suction Hopper Dredger 1 Penny Bay EIA(2) 109 109Mobile Crane 1 CNP 048 112 112Tugboat 2 CNP 221 110 113Generator 1 CNP 101 108 108Derrick Lighter 2 CNP 061 104 107Dredger - Grab 3 CNP 063 112 117

Sub-total SWL = 120

Intake and Outfall Construction Tug Boat / Motor Boat 1 CNP 221 110 110Derrick Lighter 1 CNP 061 104 104Dredger - Grab 1 CNP 063 112 112

Sub-total SWL = 115

LNG TERMINAL CIVIL, M&E WORKActivity Plant Required No. of PME CNP / BS5228 Ref. SWL Overall SWLTerminal Civil Work Truck 3 CNP 067 117 122

Derrick Barge 9 CNP 061 104 114Tugboat 5 CNP 221 110 117Crawler Crane 15 CNP 048 112 124Drill Rig 3 Table C.10 Ref No. 2(3) 112 117Backhoe – Track 2 CNP 081 112 115Forklift 11 Penny Bay EIA(2) 113 123Dump truck, with grab 1 --(1) 105 105Track Drill 1 Table C.3 Ref No. 123(3) 128 128Generator 9 CNP 101 108 118Air Compressor 375 cfm, Portable 13 CNP 001 100 111Air Compressor 900 cfm, Portable 1 CNP 002 100 100Air Compressor 1200 cfm, Portable 1 CNP 003 104 104Air Compressor 2000 cfm, Portable 1 CNP 003 104 104Winch – Hoist 2 Drum 1 CNP 263 102 102Pump – Submersible 2 CNP 283 85 88Water jetting unit 1 --(1) 107 107Pump – Concrete 4 CNP 047 109 115Grout Pump w/Mixer 1 --(1) 105 105Tractor with Trailer 2 CNP 222 118 121Tower Crane 2 CNP 049 95 98Automatic Grinder Machine 8 CNP 065 98 107Air blower 3 --(1) 95 100Winch (Power & Pneumatic/3 ton) 8 CNP 261 110 119Discharging Pump 4 CNP 282 103 109Batching Plant 60 CM/HR 2 CNP 022 108 111Concrete Mixer 10 CNP 046 96 106Poker, vibratory 8 CNP 170 113 122Bar bender and cutter 8 CNP 021 90 99

Sub-total SWL = 133

Remark:(1) SWL refer to the document prepared by the Noise Control Authority (http://www.epd.gov.hk/epd/english/application_for_licences/guidance/files/OtherSWLe.pdf ) (2) SWL refer to the approved EIA Report for the Construction of an International Theme Park in Penny’s Bay of North Lantau and its Essential Associated Infrastructures(3) SWL refer to the BS 5228 : Part 1: 1997

Dredging of Approach Channel and Turning Basin

Annex 5-E

Equipment Inventory during Operational Phase

Annex 5-E - Equipment Inventory during Operational Phase

BLACK POINT OPTION

A-Weighted Correction 26.2 16.1 8.6 3.2 0.0 -1.2 -1.0 1.1

SWL

Data Source(1) 63 125 250 500 1000 2000 4000 8000 dB(A) No. of plantHeat Exchangers E-301A-D LNG Seawater Vaporizers (& Spare) F 105 103 97 88 85 85 82 74 94 4E-302 A-C LNG Submerged Combustion Vaporizer M 97 107 113 121 116 113 108 100 121 3

K-301 A/B Boil-off Gas Compressors (450 kW) E 101 101 101 101 103 99 95 92 106 2K-302 Ship Unloading Compressor (900 kW) E 107 107 107 107 109 105 101 98 112 1K-303 Pipeline Compressor (800 kW) E 101 101 101 101 103 99 95 92 106 1K-401 A/B Instrument/Plant Air Compressor & spare M 59 73 83 88 89 86 81 74 93

2G-402 Emergency Generator-Diesel Driven M 80 84 86 87 86 92 94 85 98 1

PumpsP-201 A-D LNG Send-out Pumps – in LNG Tank (two

per tank)M 94 96 97 96 95 94 91 88 101

4P-301 A-D HP LNG Booster Pumps (& Spare) F 90 92 93 93 93 98 88 81 101 4P-401 A-C Seawater Pumps (& Spare) M 80 84 86 87 86 92 94 85 98 3P-402 A-D Firewater Pumps – 2 Electric & 2 Diesel M 80 84 86 87 86 92 94 85 98 4P-403 A/B Firewater Jockey Pump (& Spare) M 51 62 72 80 82 81 77 70 86 2P-404 A/B Service Water Pump (& Spare) M 51 62 72 80 82 81 77 70 86 2P-405 A/B Drinking Water Pump (& spare) M 51 62 72 80 82 81 77 70 86 2P-406 Submerged Combustion Vaporizer Water

Overflow PumpM 87 89 90 89 88 87 84 81 94

1P-407 CPI Oily Water Sump Pump M 87 89 90 89 88 87 84 81 94 1P-408 A/B Process Area Sump Pumps, 2 x 100% M 87 89 90 89 88 87 84 81 94 2

N-101 A-D LNG Unloading Arms (& Spare) M 65 68 69 69 71 66 60 52 74 4N-102 LNG Vapor Return Arm M 65 68 69 69 71 66 60 52 74 1N-401 Nitrogen Package for Terminal M 70 76 82 88 94 98 94 88 102 1N-402 Instrument Air Drier and Package M 79 83 85 77 75 74 74 71 83 1

E-301 E/F LNG Seawater Vaporizer F 105 103 97 88 85 85 82 74 94 2E-302 D/E LNG Submerged Combustion Vaporizer M 97 107 113 121 116 113 108 100 121 2P-201 E/F LNG Send-out Pumps - in T-201 C M 94 96 97 96 95 94 91 88 101 2P-301 H-J HP LNG Booster Pumps F 90 92 93 93 93 98 88 81 101 2P-401 D Seawater Pump M 80 84 86 87 86 92 94 85 98 1

Note:(1) F indicates noise data obtained from the field measurement conducted at other LNG Terminal, and M indicates the noise data provided by Manufacturers

Expansion Case - 1000 MSCFD

Special Equipment

Blowers, Compressors and Generator (Note 9)

Octave and Center Frequency Hz

Annex 5-F

Construction Noise Assessment

Annex 5-F - Construction Noise Calculation

BLACK POINT OPTION

NSR: Village House at Lung Kwu Sheung TanCorrection Factor

Distance from NSR N1 to Source 1600 m to the nearest site boundary Distance Attenuation -72 dB(A) Screening by headland (1) -20 dB(A) Atmospheric absorption (2) -4 dB(A) Facade 3 dB(A)1600 m Reclamation -72

Construction Item Yr 1 Yr 2 Yr 3 Yr 4 Yr 5

M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M17 M18 M19 M20 M21 M22 M23 M24 M25 M26 M27 M28 M29 M30 M31 M32 M33 M34 M35 M36 M37 M38 M39 M40 M41 M42 M43 M44 M45 M46 M47 M48 M49 M50

Site Preparation Work0 0 0 128 128 128 128 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 118 118 118 118 118 118 118 118 118 118 118 118 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 135 135 135 135 135 135 135 135 135 135 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 130 130 130 130 130 130 130 130 130 130 130 130 130 130 130 130 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Total SWL 0 0 0 129 129 129 129 136 136 136 136 136 136 136 136 136 136 130 130 130 130 130 130 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Noise Level in dB(A) 0 0 0 35 35 35 35 43 43 43 43 43 43 43 43 43 43 36 36 36 36 36 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Dredging 0 0 0 118 118 118 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Seawall Construction

Placing Seawall Core 0 0 0 0 0 113 113 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Placing Seawall Rock Armour 0 0 0 0 0 125 125 125 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Placing Fill 0 0 0 0 0 0 0 131 131 131 131 131 131 131 131 131 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Drainage Works

Install of Temporary Work 0 0 0 0 0 0 0 125 125 125 125 125 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Laying of Drainage Pipes 0 0 0 0 0 0 0 119 119 119 119 119 119 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Backfilling 0 0 0 0 0 0 0 0 116 116 116 116 116 116 116 116 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total SWL 0 0 0 118 118 126 125 133 133 132 132 132 132 131 131 131 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Noise Level in dB(A) 0 0 0 24 24 32 32 39 39 39 39 39 39 37 37 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Ground Investigation 0 0 0 0 0 0 0 0 0 113 113 113 113 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Jetties and Access Bridge

Steel Piles Construction 0 0 0 0 0 0 0 0 0 0 0 0 125 125 125 125 125 125 125 125 125 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Concrete Caps, Slabs and Foundations 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 125 125 125 125 125 125 125 125 125 125 125 125 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Dredging of Approach Channel and Turning Basin 0 0 0 0 0 0 0 0 0 0 0 0 120 120 120 120 120 120 120 0 0 120 120 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Intake and Outfall Construction 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 115 115 115 115 115 115 115 115 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total SWL 0 0 0 0 0 0 0 0 0 113 113 113 126 126 126 126 126 126 126 125 125 129 126 125 125 125 125 125 125 125 125 125 125 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Noise Level in dB(A) 0 0 0 0 0 0 0 0 0 20 20 20 33 33 33 33 33 33 33 32 32 35 33 32 31 31 31 31 31 31 31 31 31 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Terminal Civil, M&E Work 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133Total SWL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133 133

Noise Level in dB(A) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39

OVERALL NOISE LEVEL AT NSR (dB(A)) 0 0 0 35 35 37 37 44 44 44 44 44 44 44 44 44 43 42 42 42 42 42 42 40 40 40 40 40 40 40 40 40 40 40 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39

Note:(1) A 20 dB(A) screening effect is taken into account for the NSR due to topography shielding by the high headland and no direct line of sight to the Project (Annex 5B). (2) A sound absorption by the atmosphere (assumed at 500 Hz, 20°C, RH 80%) has been accounted for in accordance with ISO 9613-1 Acoustics – Attenuation of Sound During Propagation Outdoors – Part 1: Calculation of the Absorption of Sound by the Atmosphere.

Reclamation

Reclamation

Main Jetty

Slope Stabilization and Drainage Works

LNG Terminal, Civil, M&E Work

Land Based Works

Site ClearanceSoil CompactionBlasting and Excavation

Annex 5-G

Operational Noise Assessment

Annex 5-G - Operational Noise Impact Assessment

BLACK POINT OPTION

NSR: Village House at Lung Kwu Sheung Tan

63 125 250 500 1000 2000 4000 8000A-Weighted Correction 26.2 16.1 8.6 3.2 0.0 -1.2 -1.0 1.1Atmospheric absorption (dB/km) 0.079 0.3 1.04 2.77 5.15 8.98 21.3 68.6(at 20 o C & 80%RH) (1) (ref. ISO 9613-1:1993(E))Distance from NSR to Source 1.6 km to the nearest site boundary

Atmospheric absorption (dB) 0.1 0.5 1.7 4.4 8.2 14.4 34.1 109.8

Overall SWL SPL at NSR

63 125 250 500 1000 2000 4000 8000 dB(A) No. of Plant Distance Barrier(2) Facade dB(A)

Heat Exchangers E-301A-D LNG Seawater Vaporizers (& Spare) F 105 103 97 88 85 85 82 74 91 4 6.0 -72.1 -20 3 8E-302 A-C LNG Submerged Combustion Vaporizer M 97 107 113 121 116 113 108 100 115 3 4.8 -72.1 -20 3 31

K-301 A/B Boil-off Gas Compressors (450 kW) E 101 101 101 101 103 99 95 92 98 2 3.0 -72.1 -20 3 12K-302 Ship Unloading Compressor (900 kW) E 107 107 107 107 109 105 101 98 104 1 0.0 -72.1 -20 3 15K-303 Pipeline Compressor (800 kW) E 101 101 101 101 103 99 95 92 98 1 0.0 -72.1 -20 3 9K-401 A/B Instrument/Plant Air Compressor & spare M 59 73 83 88 89 86 81 74 84 2 3.0 -72.1 -20 3 0G-402 Emergency Generator-Diesel Driven M 80 84 86 87 86 92 94 85 84 1 0.0 -72.1 -20 3 0

PumpsP-201 A-D LNG Send-out Pumps – in LNG Tank (two

per tank)M 94 96 97 96 95 94 91 88 93

46.0 -72.1 -20 3 10

P-301 A-D HP LNG Booster Pumps (& Spare) F 90 92 93 93 93 98 88 81 91 4 6.0 -72.1 -20 3 8P-401 A-C Seawater Pumps (& Spare) M 80 84 86 87 86 92 94 85 84 3 4.8 -72.1 -20 3 0P-402 A-D Firewater Pumps – 2 Electric & 2 Diesel M 80 84 86 87 86 92 94 85 84 4 6.0 -72.1 -20 3 1P-403 A/B Firewater Jockey Pump (& Spare) M 51 62 72 80 82 81 77 70 77 2 3.0 -72.1 -20 3 0P-404 A/B Service Water Pump (& Spare) M 51 62 72 80 82 81 77 70 77 2 3.0 -72.1 -20 3 0P-405 A/B Drinking Water Pump (& spare) M 51 62 72 80 82 81 77 70 77 2 3.0 -72.1 -20 3 0P-406 Submerged Combustion Vaporizer Water

Overflow PumpM 87 89 90 89 88 87 84 81 86

10.0 -72.1 -20 3 0

P-407 CPI Oily Water Sump Pump M 87 89 90 89 88 87 84 81 86 1 0.0 -72.1 -20 3 0P-408 A/B Process Area Sump Pumps, 2 x 100% M 87 89 90 89 88 87 84 81 86 2 3.0 -72.1 -20 3 0

N-101 A-D LNG Unloading Arms (& Spare) M 65 68 69 69 71 66 60 52 66 4 6.0 -72.1 -20 3 0N-102 LNG Vapor Return Arm M 65 68 69 69 71 66 60 52 66 1 0.0 -72.1 -20 3 0N-401 Nitrogen Package for Terminal M 70 76 82 88 94 98 94 88 89 1 0.0 -72.1 -20 3 0N-402 Instrument Air Drier and Package M 79 83 85 77 75 74 74 71 77 1 0.0 -72.1 -20 3 0

E-301 E/F LNG Seawater Vaporizer F 105 103 97 88 85 85 82 74 91 2 3.0 -72.1 -20 3 5E-302 D/E LNG Submerged Combustion Vaporizer M 97 107 113 121 116 113 108 100 115 2 3.0 -72.1 -20 3 29P-201 E/F LNG Send-out Pumps - in T-201 C M 94 96 97 96 95 94 91 88 93 2 3.0 -72.1 -20 3 7P-301 H-J HP LNG Booster Pumps F 90 92 93 93 93 98 88 81 91 2 3.0 -72.1 -20 3 5P-401 D Seawater Pump M 80 84 86 87 86 92 94 85 84 1 0.0 -72.1 -20 3 0

TOTAL SPL at NSR 33

Note:(1) Atmospheric attenuation coefficients at 20oC and RH 80% are applied in the calculation with reference to the "The Year's Weather - 2005" issued by Hong Kong Observatory.(2) As a conservative assessment, the screening effect by the building in which the equipment located has been omitted. All the noise sources will be located behind the high headland and the N1 will have no direct line of sight to the Project due to the highest floor of village house (N1) screened by the Black Point Headland (Annex 5B). A 20 dB(A) screening effect is taken into account for the NSR due to topography shielding by the headland and no direct line of sight to the Project, according to Maekawa equation for path different of 17.5m. It should be noted that the screening effect for octave band could be larger than 20 dB(A) based on Maekawa Equation with 17.5m path different.(3) F indicates noise data obtained from the field measurement conducted at other LNG Terminal, and M indicates the noise data provided by Manufacturers.

Octave and Center Frequency Hz

Expansion Case - 1000 MSCFD

Special Equipment

Blowers, Compressors and Generator (Note 9)

Octave and Center Frequency Hz Correction, dB(A)

No. of plant

Data Source(3)

CONTENTS 5 NOISE ASSESSMENT 1 5.1 1 5.2 1 5.3 4 5.4 5 ...

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